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Variable depth Asphalt <br />Concrete over existing Conform <br />paved driveways and A ® EP <br />frontages. EP <br />R R 4' <br />Conform A <br />TYPE E <br />TYPICAL DRIVEWAY DETAILS <br />Const <br />AC Overlay 6' <br />w E`o <br />Var <br />Vo Existing <br />I rma (10% Max) r 1 Surfac <br />IExisting Roadway 1 <br />[Variable Depth AC <br />SECTION A—A over existing surface <br />18"0 Frame and Grate - <br />(Typ) EL=99.04 <br />— <br />Construct Modified 18" - <br />Dia Storm Drain Inlet <br />(Typ) Invert EL=96.00- <br />6" (Min) <br />1-1/2"x3/4" - <br />Clean Crushed Rock I <br />under SDI (Typ) f —30' <br />(Typ) <br />m <br />1 � <br />m <br />r <br />m <br />z <br />p COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />=x*.- "sAs Z;.*- �40, <br />18" (Typ) 1 12" (TYp) <br />-1 — T <br />SECTION B B <br />Sta 9+49 6" (Typ) <br />I <br />I <br />I <br />Place 18"0 Frame and <br />Grate at Elevation 99.04 , <br />Grade Existing Surface to ' <br />meet Concrete Apron <br />OO <br />-- --- - O 0000000 <br />I/ <br />I <br />--- ------------------- <br />--'---------� <br />I <br />-- --�� o° <br />�-B <br />° I <br />o I <br />I <br />O I <br />—Place 18"4 <br />Frame and ° <br />Grate at <br />Elevation 99.07 <br />I <br />Connect <br />to existing II <br />Driveway <br />Drain. Grade <br />Existing <br />Surface to meet I <br />Concrete <br />Apron. <br />NO SCALE <br />CHECKED DATE <br />-6 <br />CONSTRUCTION DETAILS <br />4't x 4'± x 0.25' <br />Concrete Apron(Typ) <br />EL=99.07 <br />,----Connect to <br />Existing Driveway Drain <br />-Invert EL=96,00 <br />�4" (Typ) <br />6" Dia drain hole <br />(Typ) <br />Monument Sta 10+00 <br />Assumed Elevation: 100.00 <br />---------------- <br />NOTES: <br />1. Concrete Aprons shall be considered <br />paid for under the 18" Storm Drain <br />Inlet contract item. <br />2. Slurry Cement Backfill shall conform <br />to Standard Specification Section <br />19-3.062. <br />Sheet No. <br />4 of 5 <br />